TECHNICAL PAPERS
Jun 1, 1993

Full‐Scale Implementation of Active Control. II: Installation and Performance

Publication: Journal of Structural Engineering
Volume 119, Issue 6

Abstract

An active bracing system has been designed, fabricated, and installed in a full‐scale dedicated test structure in Tokyo, Japan, for structural‐response control under seismic loads. In 1991, Soong et al. presented the design of the system along with simulation studies for the design earthquake. Presented in this paper, which is the second part of the sequence, are: (1) The description of the constructed system; and (2) the observed performance of the system under two actual earthquakes and other artificial loadings. Installation details of the system in the building structure are presented along with the selections for fail‐safe shutdown operations in case of malfunctions. Also presented are the procedures for proper maintenance and self‐testing, which ensure continuous control with minimal resources. The observed performance under artificial loadings and actual ground motions is compared with the estimated analytical response.

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References

1.
Aizawa, S., Hayamizu, Y., Higashino, M., Soga, Y., Yamamoto, M., and Haniuda, N. (1990). “Experimental study of dual axis active mass damper.” Proc., U.S. Nat. Workshop on Struct. Control Res., G. W. Housner, and S. F. Masri, eds., University of Southern California, Los Angeles, Calif., 68–72.
2.
Reinhorn, A. M., Soong, T. T., Lin, R. C., Wang, Y. P., Fukao, Y., Abe, H., and Nakai, M. (1989). “1:4 Scale model studies of active tendon system and active mass dampers for aseismic protection.” Rep. No. NCEER‐89‐0026, National Center for Earthquake Engineering Research, State University of New York, Buffalo, N.Y.
3.
Reinhorn, A. M., Soong, T. T., Lin, R. C., Riley, M. A., Wang, Y. P., Aizawa, S., and Higashino, M. (1992). “Active bracing system: A full scale implementation of active control.” Rep. No. NCEER‐92‐0020, National Center for Earthquake Engineering Research, State University of New York, Buffalo, N.Y.
4.
Soong, T. T., Reinhorn, A. M., Wang, Y. P., and Lin, R. C. (1991). “Full scale implementation of active control. Part I: Design and simulation.” J. Struct. Engrg., ASCE, 117(11), 3516–3536.
5.
Wang, Y. P., Reinhorn, A. M., and Soong, T. T. (1992). “Development of design spectra for actively controlled wall frame buildings.” J. Engrg. Mech., ASCE, 118(5), 1201–1220.
6.
Yang, J. N. (1982). “Control of tall buildings under earthquake excitations.” J. Engrg. Mech. Div., ASCE, 108(1), 50–68.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 6June 1993
Pages: 1935 - 1960

History

Received: Jun 26, 1992
Published online: Jun 1, 1993
Published in print: Jun 1993

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Authors

Affiliations

A. M. Reinhorn, Member, ASCE
Prof., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY 14260
T. T. Soong, Member, ASCE
Samuel P. Capen Prof., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY
M. A. Riley, Student Member, ASCE
Grad. Res. Asst., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY
R. C. Lin
Res. Assoc., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY
S. Aizawa
Sr. Res. Engr., Takenaka Corp., Tech. Res. Lab., 5‐15, 2‐chome, Minamisuna, Koto‐ku, Tokyo, Japan
M. Higashino
Res. Engr., Takenaka Corp., Tech. Res. Lab., 5‐15, 2‐chome, Minamisuna, Koto‐ku, Tokyo, Japan

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